JP4648050B2 - Seismic manhole joints and seismic pipe joints - Google Patents

Seismic manhole joints and seismic pipe joints Download PDF

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JP4648050B2
JP4648050B2 JP2005090003A JP2005090003A JP4648050B2 JP 4648050 B2 JP4648050 B2 JP 4648050B2 JP 2005090003 A JP2005090003 A JP 2005090003A JP 2005090003 A JP2005090003 A JP 2005090003A JP 4648050 B2 JP4648050 B2 JP 4648050B2
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pipe
belt
elastic body
presser plate
bolt
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JP2006266047A (en
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俊司 東
昌司 平田
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Sekisui Chemical Co Ltd
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Description

本発明は耐震性に優れたマンホール継手及び管継手に関するものである。   The present invention relates to a manhole joint and a pipe joint excellent in earthquake resistance.

下水管とマンホールとを接続するには、マンホール壁にカラー管の一端部を埋着し、このカラー管の他端側に下水管を接合しているが、地震時、下水管のマンホール内への突込み力のために下水管またはマンホール壁が破壊されて下水道の復旧が至難になることが往々にしてある。
従来、図3に示すような耐震マンホール継手を使用することが知られている。
図3において、1’はマンホール、11’はマンホール底部に打設したインバート、2’は一端部をマンホール壁12’に埋着したカラー管、30’はカラー管に止水リング41’及び砂噛み防止リング42’を介して差し込み接合した下水管、21’はインバート端と下水管端との間におけるカラー管2’の内周下半面に接着剤24’により貼着した帯状弾性体であり、インバート面から下水管内底面部にわたる流路面を面一とするように帯状弾性体21’の厚みを下水管30’の厚みにほぼ等しくしてある。
図3において、地震時、下水管30’に突込み力が作用すると、帯状弾性体21’が突込み方向に圧縮され、該弾性体21’の圧縮弾性変形により突込み力が吸収されて下水管3’やマンホール壁12’の破壊が防止される。
To connect the sewer pipe and the manhole, one end of the color pipe is buried in the manhole wall, and the sewer pipe is joined to the other end of the color pipe. In many cases, the sewage pipes or manhole walls are destroyed due to the rushing force, making it difficult to restore the sewerage system.
Conventionally, it is known to use an earthquake-resistant manhole joint as shown in FIG.
In FIG. 3, 1 ′ is a manhole, 11 ′ is an invert placed at the bottom of the manhole, 2 ′ is a color pipe having one end embedded in the manhole wall 12 ′, 30 ′ is a color pipe, a water stop ring 41 ′ and sand. A sewer pipe 21 'inserted and joined via a biting prevention ring 42' is a belt-like elastic body adhered to the lower inner half surface of the collar pipe 2 'between the invert end and the end of the sewer pipe with an adhesive 24'. The thickness of the belt-like elastic body 21 'is made substantially equal to the thickness of the sewage pipe 30' so that the flow path surface extending from the invert surface to the bottom surface of the sewage pipe is flush.
In FIG. 3, when a rushing force acts on the sewage pipe 30 ′ during an earthquake, the belt-like elastic body 21 ′ is compressed in the rushing direction, and the rushing force is absorbed by the compression elastic deformation of the elastic body 21 ′, and the sewage pipe 3 ′. And the destruction of the manhole wall 12 'is prevented.

しかしながら、図3に示すマンホール継手では、前記帯状弾性体21’を接着剤24’によりカラー管2’の内面に貼着しており、長期間使用後には、汚水中に混入されて流下される砂等との摩擦力、下水中の溶存物質や微生物等による接着剤の劣化等で弾性体の剥離が生じ易い。かかる弾性体の剥離のもとでは、目的とする耐震性を保証できないばかりか、剥離した帯状弾性体が下水の流下を妨げ、遂には下水詰まりが惹起される懸念がある。
そこで、本出願人においては、図4に示すように下水管30’と同材質の押え板22’を帯状弾性体21’上に当接し、この押え板22’をカラー管2’にアンカーボルト24’により帯状弾性体21’を貫通して固定することを既に提案した(特許文献1)。
特開2004−293105号公報
However, in the manhole joint shown in FIG. 3, the belt-like elastic body 21 ′ is adhered to the inner surface of the color tube 2 ′ with an adhesive 24 ′, and after being used for a long time, it is mixed into the sewage and flows down. The elastic body is easily peeled off due to frictional force with sand and the like, degradation of adhesive due to dissolved substances and microorganisms in sewage. Under such peeling of the elastic body, not only the intended earthquake resistance cannot be guaranteed, but the peeled strip-like elastic body hinders the flow of sewage and eventually causes clogging of sewage.
Therefore, in the present applicant, as shown in FIG. 4, a presser plate 22 ′ made of the same material as the sewage pipe 30 ′ is brought into contact with the belt-like elastic body 21 ′, and this presser plate 22 ′ is attached to the collar pipe 2 ′ with an anchor bolt. It has already been proposed to penetrate and fix the belt-like elastic body 21 ′ with 24 ′ (Patent Document 1).
JP 2004-293105 A

この耐震マンホール継手では、押え板22’の厚みが同材質(同弾性率)の下水管30’の厚みよりも小さく、帯状弾性体21’の弾性率が下水管30’の弾性率よりも小さいために、押え板22’・帯状弾性体21’の複合物の弾性率が下水管30’の弾性率よりも小さく、地震等で下水管30’にマンホール内に向かう突込み力が作用しても、同上複合物の撓み変形や帯状弾性体21’の緩衝作用により衝撃を充分に抑えて突込み力を吸収でき、地震時でのマンホール1’や下水管30’の破壊をよく防止できる。
しかしながら、この耐震マンホール継手では、アンカーボルト24’が下水管30’の熱膨張等により押え板に作用する荷重に耐え得るようにアンカーボルト24’にかなり太いいものを使用する必要があり、かかるアンカーボルト24’の頭部が押え板22’の表面に突出されるために下水中の固形物がひっかかり易く掃流性に問題がある。
In this seismic manhole joint, the thickness of the presser plate 22 'is smaller than the thickness of the sewer pipe 30' of the same material (same elastic modulus), and the elastic modulus of the belt-like elastic body 21 'is smaller than the elastic modulus of the sewer pipe 30'. Therefore, even if the elastic modulus of the composite of the holding plate 22 ′ and the belt-like elastic body 21 ′ is smaller than the elastic modulus of the sewage pipe 30 ′, a rushing force toward the manhole acts on the sewage pipe 30 ′ due to an earthquake or the like. Further, the impact can be sufficiently suppressed by the bending deformation of the composite and the buffering action of the belt-like elastic body 21 'so as to absorb the rushing force, and the manhole 1' and the sewer pipe 30 'can be well prevented from being damaged during an earthquake.
However, in this seismic manhole joint, it is necessary to use a considerably thick anchor bolt 24 ′ so that the anchor bolt 24 ′ can withstand the load acting on the holding plate due to thermal expansion of the sewage pipe 30 ′. Since the head of the anchor bolt 24 ′ protrudes from the surface of the presser plate 22 ′, solid matter in the sewage is likely to get caught, and there is a problem in the scavenging performance.

本発明の目的は、長期にわたり良好な掃流性を保証でき、地震時には下水管に作用するマンホール内への突込み力を吸収してマンホール、下水管及び両者の接合箇所を安定に保護できる耐震マンホール継手を提供することにある。
本発明の他の目的は、長期にわたり良好な掃流性を保証でき、地震時には下水管に作用
する管継手内への突込み力を吸収して下水管を安定に保護できる耐震管継手を提供することにある。
The object of the present invention is to provide a seismic manhole that can guarantee good scavenging performance over a long period of time and can stably protect the manhole, sewer pipe and the joint between them by absorbing the thrust force into the manhole acting on the sewer pipe during an earthquake. It is to provide a joint.
Another object of the present invention is to provide a seismic pipe joint that can guarantee good scavenging performance over a long period of time and can absorb the intrusion force into the pipe joint that acts on the sewer pipe during an earthquake to stably protect the sewer pipe. There is.

請求項1に係る耐震マンホール継手は、一端部がマンホール壁に埋着され他端部に下水管が挿入接合されるカラー管の内面に帯状弾性体を当接し、裏面の数箇所にボルト連結用ホルダーを締結部材で取付けた押え板を前記の帯状弾性体上に当接し、前記の各ボルト連結用ホルダーとカラー管との間を固定ボルトにより前記帯状弾性体を貫通して連結したことを特徴とする。   The seismic manhole joint according to claim 1 has a belt-like elastic body in contact with the inner surface of a collar tube, one end of which is buried in the manhole wall and the other end is inserted and joined to the other end. A presser plate having a holder attached with a fastening member is brought into contact with the belt-like elastic body, and the belt-like elastic body is connected through a fixing bolt between the bolt connection holder and the collar tube. And

請求項2に係る耐震管継手は、両端に被接合管が挿入される継手管体の内面中間に帯状弾性体を当接し、裏面の数箇所にボルト連結用ホルダーを締結部材で取付けた押え板を前記の帯状弾性体上に当接し、前記の各ボルト連結用ホルダーと前記管体との間を固定ボルトにより前記帯状弾性体を貫通して連結したことを特徴とする。   The seismic pipe joint according to claim 2 is a press plate in which a belt-like elastic body is brought into contact with the inner surface of the joint pipe body into which the pipes to be joined are inserted at both ends, and bolt connection holders are attached to the back surface at several locations by fastening members. Is contacted on the belt-like elastic body, and the belt-like elastic body is connected through the fixing bolts between the bolt connection holders and the tube body.

押え板裏面の数箇所にボルト連結用ホルダーを取付け、各ホルダーとマンホール用カラー管または継手管体との間を固定ボルトで連結してあり、ボルト連結用ホルダーを押え板裏面に取付けているネジやボルト等の締結部材の頭部が押え板表面に突出しているが、その締結部材として小寸法品を複数本使用することにより、その突出頭部を充分に小さくでき、下水中の固形物のひっかかりを防止して良好な掃流性を保証できる。
また、下水管のマンホール内または管継手内へ向けての突込みに対しては、押え板が下水管に較べて薄く、帯状弾性体の緩衝作用も期待できるため、衝撃の発生をよく抑制でき良好な耐震性を保証できる。
Bolt connection holders are installed at several locations on the back of the presser plate, and each holder is connected to the manhole collar tube or joint tube with fixing bolts. The screws that attach the bolt connection holder to the back of the presser plate The heads of fastening members such as bolts and bolts protrude from the presser plate surface. By using multiple small-sized products as the fastening members, the protruding heads can be made sufficiently small, and solids in sewage Prevents catching and guarantees good scavenging performance.
In addition, the presser plate is thinner than the sewer pipe and can be expected to have a buffering action on the belt-like elastic body against the protrusion of the sewer pipe into the manhole or pipe joint. Can guarantee high earthquake resistance.

以下、本発明の実施の形態を図面を参照しつつ説明する。
図1−1の(イ)は本発明に係わる耐震マンホール継手の一実施例を示す図面、図1−1の(ロ)は図1−1の(イ)におけるロ−ロ断面図、図1−1の(ハ)は図1−1の(イ)や(ロ)における押え板の固定構造を示す図面である。
図1−1の(ニ)は図1−1の(イ)及び(ロ)における押え板を展開して示す図面である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1-1 (a) is a drawing showing an embodiment of the seismic manhole joint according to the present invention, FIG. 1-1 (b) is a cross-sectional view of the roll in FIG. 1-1 (b), FIG. -1 (C) is a drawing showing the fixing structure of the presser plate in FIGS. 1-1 (A) and (B).
1-1 (d) is a drawing in which the presser plate shown in (a) and (b) of FIG. 1-1 is developed.

図1−1において、1はマンホール、11はコンクリートの打設によりマンホール内底部に形成したインバートである。2は一端部をマンホール壁12に埋着したカラー管であり、インバート11の端eをこのカラー管底面に対しやや上方に位置させてある。3は下水短管であり、一端部を止水リング41及び砂噛み防止リング42を介してカラー管2に挿入接合してある。30は下水短管31に接合管により接合した定尺の下水管である。下水短管31は継ぎ足し用であり、定尺の下水管30がカラー管に直接接合される場合もある。21はカラー管2における下水管端位置からインバート端位置に至る内周面部分の下半部に当接した帯状弾性体である。22は帯状弾性体21上に当接した押え板であり、この押え板22の表面と下水短管3の下部内面及びインバート端とを可及的に面一とするように押え板22の厚み及び帯状弾性体21の厚みを設定してある。
この押え板22の裏面の数箇所、図示の例ではカラー管軸方向を縦方向として両端近傍の横方向に等間隔の4ヵ所にボルト連結用ホルダー23を、押え板22の表面側からのネジ、ボルト等の締結部材の締結により取付けてある。
In FIG. 1-1, 1 is a manhole, 11 is an invert formed at the bottom of the manhole by placing concrete. Reference numeral 2 denotes a color tube having one end embedded in the manhole wall 12, and an end e of the invert 11 is positioned slightly above the bottom surface of the color tube. Reference numeral 3 denotes a sewage short pipe, one end of which is inserted and joined to the color pipe 2 via a water stop ring 41 and a sand biting prevention ring 42. Reference numeral 30 denotes a regular sewer pipe joined to the short sewage pipe 31 by a joining pipe. The sewage short pipe 31 is used for addition, and the fixed sewage pipe 30 may be directly joined to the collar pipe. Reference numeral 21 denotes a belt-like elastic body in contact with the lower half portion of the inner peripheral surface portion from the sewer pipe end position to the invert end position in the collar pipe 2. Reference numeral 22 denotes a presser plate which is in contact with the belt-like elastic body 21. The thickness of the presser plate 22 is set so that the surface of the presser plate 22 and the lower inner surface and the invert end of the sewage short pipe 3 are as flush as possible. In addition, the thickness of the belt-like elastic body 21 is set.
The bolt connection holders 23 are screwed from the front surface side of the presser plate 22 at several locations on the back surface of the presser plate 22, in the example shown in the figure, at four locations at equal intervals in the horizontal direction near both ends with the color tube axis direction as the vertical direction. It is attached by fastening fastening members such as bolts.

図1−2の(イ)(平面図)及び(ロ)(側面図)はボルト連結用ホルダー23の一例を示し、SUS等の耐食性・高強度の金属板をハット状に折り曲げ加工し、両アーム部に孔231,…(螺子孔またはボルト孔)を穿設してあり、このボルト連結用ホルダーを押
え板裏面に取付けるには、図1−1の(ハ)において、押え板22の表面からネジ232をホルダーアーム部の螺子孔231に捩じ込むか、押え板表面からボルトをアーム部のボルト孔に差し込んだうえでナットで締め付けるようにすることができる。
図1−1の(ハ)において、24は固定ボルトであり、カラー管2の外面から固定ボルト24を帯状弾性体21を貫通してホルダー中央のボルト孔233に差し込み、ナット234を締め付けて押え板22をカラー管2に固定してある。
図1−1において、235はカラー管2の外面に設けた保護層、例えばFRP(繊維強化樹脂)のハンドレイアップ層である。
1-2 (a) (plan view) and (b) (side view) show an example of the bolt connection holder 23, and a corrosion-resistant, high-strength metal plate such as SUS is bent into a hat shape. Holes 231,... (Screw holes or bolt holes) are formed in the arm portion. To attach the bolt connection holder to the back surface of the press plate, the surface of the press plate 22 in FIG. Then, the screw 232 can be screwed into the screw hole 231 of the holder arm part, or the bolt can be inserted into the bolt hole of the arm part from the surface of the holding plate and then tightened with the nut.
1-1 (c), reference numeral 24 denotes a fixing bolt. The fixing bolt 24 is inserted from the outer surface of the collar tube 2 through the belt-like elastic body 21 into the bolt hole 233 in the center of the holder, and the nut 234 is tightened to hold down. A plate 22 is fixed to the color tube 2.
1-1, reference numeral 235 denotes a protective layer provided on the outer surface of the color tube 2, for example, an FRP (fiber reinforced resin) hand layup layer.

上記において、カラー管2、下水短管3、下水管30及び押え板22はFRP製とすることができ、帯状弾性体21には発泡ウレタンゴム、発泡シリコーンゴム等の発泡ゴムを使用することができる。
前記帯状弾性体21及び押え板22はカラー管内周面の下方部180°〜120°の範囲にわたる寸法とすることができ、180°とすることが好ましい。
In the above, the color pipe 2, the sewage short pipe 3, the sewage pipe 30 and the presser plate 22 can be made of FRP, and the band-like elastic body 21 can be made of foamed rubber such as foamed urethane rubber or foamed silicone rubber. it can.
The belt-like elastic body 21 and the presser plate 22 can be sized in the range of 180 ° to 120 ° below the inner peripheral surface of the color tube, and preferably 180 °.

図1−1の(イ)(ロ)に示すマンホール継手を有するマンホールを施工するには、押え板22及び帯状弾性体21をボルト連結用ホルダー23及び固定ボルト24によりカラー管2に固定しておき、このカラー管2の一端部をマンホール壁12に埋着することができる。
図1−1の(ハ)に示すように、押え板及22び帯状弾性体21をボルト連結用ホルダー23及び固定ボルト24によりカラー管2に固定するには、押え板22の裏面の数箇所にボルト連結用ホルダー23を押え板表面からのネジ、ボルト等の締結部材232の捩じ込み締結または差し込み締結で取付けておき、帯状弾性体21に前記ホルダー23を収容するための凹部及び固定ボルト24を挿通するための孔を切削しておき、この帯状弾性体21をカラー管2の内面に当接し、この帯状弾性体21上に前記ホルダー付き押え板を当接し、固定ボルト24をカラー管2の外面から帯状弾性体21のボルト挿通孔を経て前記ボルト連結用ホルダー23の中央のボルト孔233に差し込み、ナット234を締め付け、而るのち、カラー管2の外面に保護層235を被覆することができる。
In order to construct a manhole having the manhole joint shown in FIGS. 1-1A and B, the holding plate 22 and the belt-like elastic body 21 are fixed to the color tube 2 by the bolt connecting holder 23 and the fixing bolt 24. In addition, one end of the color tube 2 can be embedded in the manhole wall 12.
In order to fix the presser plate 22 and the belt-like elastic body 21 to the collar tube 2 with the bolt connecting holder 23 and the fixing bolt 24, as shown in FIG. A bolt connection holder 23 is attached by screwing or insertion fastening of a fastening member 232 such as a screw or bolt from the surface of the presser plate, and a recess and a fixing bolt for accommodating the holder 23 in the belt-like elastic body 21 A hole for inserting the holder 24 is cut, the belt-like elastic body 21 is brought into contact with the inner surface of the color tube 2, the holding plate with the holder is brought into contact with the belt-like elastic body 21, and the fixing bolt 24 is attached to the color tube. 2 is inserted into the bolt hole 233 at the center of the bolt connection holder 23 through the bolt insertion hole of the belt-like elastic body 21, and the nut 234 is tightened. It can be coated with protective layer 235.

本発明に係る耐震継手によれば、図1−1の(イ)において、下水管30と同材質で弾性率が下水管30の弾性率に等しい押え板22が下水管30よりも薄くされ、帯状弾性体21の弾性率が下水管30の弾性率よりも極めて小さくされ、押え板22と帯状弾性体21との合計厚みが下水管30の厚みにほぼ等しくされているから、押え板22と帯状弾性体21との複合物の弾性率が下水管30の弾性率よりも小さく、下水管30のマンホールに向かう突込み力による長手方向の歪変化が、押え板22と帯状弾性体21との複合物の方に優先的に発生する。従って、地震時に下水管30にマンホールに向かう突込み力が作用すると、押え板22と帯状弾性体21とが下水管30に優先して変形され、かつ帯状弾性体21の緩衝作用も期待できるので、衝撃の発生を充分に抑制してその突込み力をよく吸収できる(第1段吸収)。
更に、押え板22が下水管30よりも薄くされているために押え板22の長手方向力による圧壊強度が下水管30の長手方向力による圧壊強度よりも低くなっており、この押え板22におけるホルダー23及び固定ボルト24による固定箇所での圧壊強度が孔231,…の存在のために特に低くなっているために、前記の第1段吸収で吸収きれない大きな突込み力が作用しても、押え板22の圧壊により突込み力を逃がすことができる。
従って、地震が発生しても、下水管30やマンホール1の破壊をよく防止できる。
According to the seismic joint according to the present invention, in FIG. 1A, the holding plate 22 having the same material as the sewage pipe 30 and the elastic modulus equal to the elastic modulus of the sewage pipe 30 is made thinner than the sewage pipe 30. The elastic modulus of the belt-like elastic body 21 is extremely smaller than the elastic modulus of the sewer pipe 30, and the total thickness of the presser plate 22 and the belt-like elastic body 21 is substantially equal to the thickness of the sewer pipe 30. The elastic modulus of the composite with the belt-like elastic body 21 is smaller than the elastic modulus of the sewer pipe 30, and the longitudinal strain change due to the thrust force toward the manhole of the sewer pipe 30 is a composite of the presser plate 22 and the belt-like elastic body 21. It occurs preferentially towards things. Therefore, if a thrust force toward the manhole is applied to the sewer pipe 30 during an earthquake, the presser plate 22 and the belt-like elastic body 21 are deformed in preference to the sewer pipe 30, and the buffer action of the belt-like elastic body 21 can also be expected. Generation of impact can be sufficiently suppressed to absorb the rushing force well (first stage absorption).
Further, since the presser plate 22 is thinner than the sewage pipe 30, the crushing strength due to the longitudinal force of the presser plate 22 is lower than the crushing strength due to the longitudinal force of the sewage pipe 30. Since the crushing strength at the fixing position by the holder 23 and the fixing bolt 24 is particularly low due to the presence of the holes 231, ..., even if a large thrust force that cannot be absorbed by the first stage absorption is applied, The rushing force can be released by the crushing of the presser plate 22.
Therefore, even if an earthquake occurs, destruction of the sewer pipe 30 and the manhole 1 can be well prevented.

また、押え板22に固定ボルトを直接に連結せずに押え板22の裏面にボルト連結用ホルダー23を取付け、このホルダー23に固定ボルト24を連結しており、ボルト連結用ホルダー23を押え板裏面に取付けるために押え板表面から差し込んだり捩じ込むだりするボルトやネジ等の締結部材232に、小寸法品で、しかも固定ボルト24に相応の固定
強度を得るように複数本にて使用することができ、押え板22の表面において一個の大寸法締結部品頭部が複数箇の小寸法頭部に分散されることになり、押え板表面に突起物のために下水中固形物がひっかかるのをよく排除し得、良好な掃流性を保証できる。
In addition, the fixing bolts 23 are attached to the back surface of the presser plate 22 without directly connecting the fixing bolts to the presser plate 22, and the fixing bolts 24 are connected to the holder 23. The bolt connecting holder 23 is connected to the presser plate 22. A fastening member 232 such as a bolt or a screw that is inserted or screwed in from the surface of the presser plate to be attached to the back surface is used with a plurality of small-sized products and a fixed strength corresponding to the fixing bolt 24. One large sized fastening part head is distributed to a plurality of small sized heads on the surface of the presser plate 22, and sewage solids are caught on the presser plate surface due to protrusions. Can be eliminated well and good scavenging performance can be guaranteed.

図2−1の(イ)は本発明に係わる耐震管継手の一実施例を示す縦断面図、図2−1の(ロ)は図2−1の(イ)におけるロ−ロ断面図、図2−1の(ハ)は図2−1の(イ)や(ロ)における押え板の固定構造を示す図面である。
図2−1の(ニ)は図2−1のにおける押え板を展開して示す図面である。
図2−2は本発明に係わる耐震管継手を使用した下水管の接合部を示す図面である。
(A) in FIG. 2-1 is a longitudinal sectional view showing an embodiment of the earthquake-resistant pipe joint according to the present invention, (b) in FIG. 2-1 is a cross-sectional view in FIG. (C) in FIG. 2-1 is a drawing showing the fixing structure of the presser plate in (A) and (B) in FIG.
FIG. 2A is a developed view of the presser plate in FIG.
FIG. 2-2 is a drawing showing a joint portion of a sewer pipe using a seismic pipe joint according to the present invention.

図2−1において、20は継手管体であり、図2−2に示すように両端部に下水管30が止水リング41を介して挿入接合される。
図2−1において、21は継手管体20の両端部を除く中間の内周面下半部に当接した帯状弾性体である。22は帯状弾性体21上に当接した押え板であり、この押え板22の表面と下水管30の内面とを可及的に面一とするように押え板22の厚み及び帯状弾性体21の厚みを設定してある。
この押え板22の裏面の数箇所、図示の例では管軸方向を縦方向として両端近傍の横方向に等間隔の4ヵ所にボルト連結用ホルダー23を、押え板表面側からのネジ、ボルト等の締結部材の締結により取付けてある。
In FIG. 2A, reference numeral 20 denotes a joint pipe body, and a sewage pipe 30 is inserted and joined to both ends via a water stop ring 41 as shown in FIG. 2B.
In FIG. 2A, reference numeral 21 denotes a belt-like elastic body that is in contact with the lower half portion of the intermediate inner peripheral surface excluding both ends of the joint pipe body 20. Reference numeral 22 denotes a presser plate which is in contact with the belt-like elastic body 21. The thickness of the presser plate 22 and the belt-like elastic body 21 are set so that the surface of the presser plate 22 and the inner surface of the sewer pipe 30 are as flush as possible. The thickness is set.
Bolt connection holders 23 at four locations on the back surface of the presser plate 22, in the illustrated example, at four equally spaced intervals in the horizontal direction near the ends with the tube axis direction as the vertical direction, screws, bolts, etc. It is attached by fastening the fastening member.

ボルト連結用ホルダー23には図1−2に示した、SUS等の耐食性・高強度の金属板をハット状に折り曲げ加工し、両アーム部に複数箇の小孔(螺子孔またはボルト孔)を穿設し、ハット中央にボルト挿通孔を穿設したものを使用でき、図2−1の(ハ)において、ボルト連結用ホルダー23を押え板22の裏面に取付けるには、押え板22の表面からネジ232をホルダーアーム部の螺子孔231に捩じ込むか、押え板表面からボルトをアーム部のボルト孔に差し込んだうえでナットを締め付けようにすることができる。   In the bolt connection holder 23, a corrosion-resistant and high-strength metal plate such as SUS shown in FIG. 1-2 is bent into a hat shape, and a plurality of small holes (screw holes or bolt holes) are formed in both arm portions. The bolt insertion hole can be used in the center of the hat, and in order to attach the bolt connection holder 23 to the back surface of the holding plate 22 in FIG. Then, the screw 232 can be screwed into the screw hole 231 of the holder arm portion, or the bolt can be inserted into the bolt hole of the arm portion from the surface of the presser plate and then the nut can be tightened.

図2−1の(ハ)において、24は固定ボルト、234は継手管体20の内面中央に取付けた固定ナットであり、固定ボルト24をボルト連結用ホルダー23の中央ボルト挿通孔233より帯状弾性体21を貫通して差し込み、このボルト24の先端を固定ナット234に螺結して押え板22を継手管体20に連結してある。   In FIG. 2A, reference numeral 24 denotes a fixing bolt, 234 denotes a fixing nut attached to the center of the inner surface of the joint pipe body 20, and the fixing bolt 24 is elasticated from the central bolt insertion hole 233 of the bolt connection holder 23. The body 21 is inserted through, and the end of the bolt 24 is screwed to the fixing nut 234 to connect the presser plate 22 to the joint pipe body 20.

前記継手管体20には鋼、鋳鉄等の金属管を使用でき、固定ナット234を継手管体20に取付けるには溶接を使用できる。
下水管30及び押え板22はFRP製とすることができ、帯状弾性体21には発泡ウレタンゴム、発泡シリコーンゴム等の発泡ゴムを使用することができる。
前記帯状弾性体21及び押え板22は継手管体20の中間部内周面の下方部180°〜120°の範囲にわたる寸法とすることができ、180°とすることが好ましい。
A metal pipe such as steel or cast iron can be used for the joint pipe body 20, and welding can be used to attach the fixing nut 234 to the joint pipe body 20.
The sewer pipe 30 and the presser plate 22 can be made of FRP, and the belt-like elastic body 21 can be made of foamed rubber such as foamed urethane rubber or foamed silicone rubber.
The band-like elastic body 21 and the presser plate 22 can be sized in the range of 180 ° to 120 ° below the inner peripheral surface of the intermediate portion of the joint tube 20, and preferably 180 °.

前記の耐震管継手を製作するには、図2−1において、押え板22の裏面の数箇所にボルト連結用ホルダー23を押え板表面からのネジ、ボルト等の締結部材232の締結により取付けておき、帯状弾性体21に前記ホルダー23を収容するための凹部及び固定ボルト24を挿通するための孔を切削しておき、継手管体20の内面中央に固定ナット234を溶接等により取付け、この継手管体20の内面に帯状弾性体21を当接し、この帯状弾性体21上に前記ホルダー23付き押え板22を当接し、固定ボルト24をホルダー中央のボルト挿通孔233から帯状弾性体21のボルト挿通孔に差し込み、このボルト24の先端を継手管体内面の固定ナット234に締結するようにすることができる。   In order to manufacture the above-mentioned seismic pipe joint, in FIG. 2A, bolt connection holders 23 are attached to several places on the back surface of the holding plate 22 by fastening fastening members 232 such as screws and bolts from the holding plate surface. A recess for accommodating the holder 23 and a hole for inserting the fixing bolt 24 are cut into the belt-like elastic body 21, and a fixing nut 234 is attached to the center of the inner surface of the joint pipe body 20 by welding or the like. A belt-like elastic body 21 is brought into contact with the inner surface of the joint tube 20, the holding plate 22 with the holder 23 is brought into contact with the belt-like elastic body 21, and the fixing bolt 24 is inserted into the bolt-like elastic body 21 from the bolt insertion hole 233 in the center of the holder. The bolt 24 can be inserted into the bolt insertion hole, and the tip of the bolt 24 can be fastened to the fixing nut 234 on the inner surface of the joint pipe body.

本発明に係る耐震管継手を使用して下水管を接合するには、図2−2に示すように、両下水管30,30の各端部を管継手Aの各端部に止水リング41,41を介して挿入する
ことができる。
本発明に係る管継手によれば、図2−2において、下水管30と同材質で弾性率が下水管30の弾性率に等しい押え板22が下水管30よりも薄くされ、帯状弾性体21の弾性率が下水管30の弾性率よりも極めて小さくされ、押え板22と帯状弾性体21との合計厚みが下水管30の厚みにほぼ等しくされているから、押え板22と帯状弾性体21との複合物の弾性率が下水管30の弾性率よりも小さく、下水管30の管継手に向かう突込み力による長手方向の歪変化が押え板22と帯状弾性体21との複合物の方に優先的に発生する。従って、地震時に下水管30に管継手Aに向かう突込み力が作用すると、押え板22と帯状弾性体21とが下水管30に優先して変形され、かつ帯状弾性体21の緩衝作用も期待できるので、衝撃の発生を充分に抑制してその突込み力をよく吸収できる(第1段吸収)。
更に、押え板22が下水管30よりも薄くされているために押え板22の長手方向力による圧壊強度が下水管30の長手方向力による圧壊強度よりも低くなっており、この押え板22におけるホルダー23及び固定ボルト24による固定箇所での圧壊強度が孔〔図2−1の(ハ)における締結部材232が接している孔〕の存在のために特に低くなっているため、前記の第1段吸収で吸収きれない大きな突込み力が作用しても、ホルダー位置の押え板箇所の圧壊により突込み力を逃がすことができる。
従って、地震が発生しても、下水管の破壊をよく防止できる。
In order to join the sewer pipes using the seismic pipe joint according to the present invention, as shown in FIG. 2B, the end portions of the two sewer pipes 30 and 30 are connected to the end portions of the pipe joint A, respectively. 41, 41 can be inserted.
According to the pipe joint according to the present invention, in FIG. 2B, the holding plate 22 having the same material as the sewage pipe 30 and the elastic modulus equal to the elastic modulus of the sewage pipe 30 is made thinner than the sewage pipe 30. Is made much smaller than the elastic modulus of the sewer pipe 30, and the total thickness of the presser plate 22 and the belt-like elastic body 21 is substantially equal to the thickness of the sewer pipe 30. And the elastic modulus of the composite is smaller than the elastic modulus of the sewer pipe 30, and the longitudinal strain change due to the thrust force toward the pipe joint of the sewer pipe 30 is directed toward the composite of the presser plate 22 and the belt-like elastic body 21. It occurs with priority. Therefore, when a rushing force toward the pipe joint A acts on the sewer pipe 30 during an earthquake, the presser plate 22 and the belt-like elastic body 21 are deformed in preference to the sewer pipe 30, and the buffer action of the belt-like elastic body 21 can also be expected. Therefore, it is possible to sufficiently suppress the occurrence of impact and absorb the rushing force well (first-stage absorption).
Further, since the presser plate 22 is thinner than the sewage pipe 30, the crushing strength due to the longitudinal force of the presser plate 22 is lower than the crushing strength due to the longitudinal force of the sewage pipe 30. Since the crushing strength at the location where the holder 23 and the fixing bolt 24 are fixed is particularly low due to the presence of the hole (the hole with which the fastening member 232 in FIG. 2-1 is in contact), the first Even if a large thrust force that cannot be absorbed by step absorption is applied, the thrust force can be released by crushing the holding plate at the holder position.
Therefore, even if an earthquake occurs, the destruction of the sewer pipe can be well prevented.

また、図2−1に示す通り、押え板22に固定ボルト24を直接に連結せずに押え板22の裏面にボルト連結用ホルダー23を取付け、このホルダー23に固定ボルト24を連結しており、ボルト連結用ホルダー23を押え板22の裏面に取付けるために押え板表面から差し込んだり捩じ込むだりするボルトやネジ等の締結部材232として、小寸法品を固定ボルト24に相応の固定強度を得るように複数本で使用することができ、押え板表面において一個の大寸法締結部品頭部が複数箇の小寸法頭部に分散されることになり、押え板22の表面に突起物のために下水中固形物がひっかかるのをよく排除し得、良好な掃流性を保証できる。   In addition, as shown in FIG. 2A, a bolt connection holder 23 is attached to the back surface of the presser plate 22 without directly connecting the fixing bolt 24 to the presser plate 22, and the fixing bolt 24 is connected to the holder 23. In order to attach the bolt connection holder 23 to the back surface of the presser plate 22, a fastening member 232 such as a bolt or a screw that is inserted into or screwed into the presser plate surface is used to provide a fixing strength corresponding to the fixing bolt 24. It can be used with a plurality of pieces, and one large-sized fastening part head is distributed to a plurality of small-sized heads on the surface of the presser plate, and because of the protrusions on the surface of the presser plate 22 In addition, it is possible to eliminate the solid matter from the sewage, and to ensure good scavenging performance.

本発明に係る耐震マンホール継手を示す図面である。It is drawing which shows the earthquake-resistant manhole joint which concerns on this invention. 本発明に係る耐震マンホール継手におけるボルト連結用ホルダーの一例を示す図面である。It is drawing which shows an example of the holder for bolt connection in the earthquake-proof manhole joint which concerns on this invention. 本発明に係る耐震管継手を示す図面である。It is drawing which shows the earthquake-resistant pipe joint which concerns on this invention. 本発明に係る耐震管継手を使用した管の接合部を示す図面である。It is drawing which shows the junction part of the pipe | tube which uses the earthquake-resistant pipe joint which concerns on this invention. 従来の耐震マンホール継手を示す図面である。It is drawing which shows the conventional earthquake-proof manhole joint. 上記とは別の従来の耐震マンホール継手を示す図面である。It is drawing which shows the conventional seismic manhole joint different from the above.

符号の説明Explanation of symbols

1 マンホール
2 カラー管
20 継手管体
21 帯状弾性体
22 押え板
23 ボルト連結用ホルダー
24 固定ボルト
DESCRIPTION OF SYMBOLS 1 Manhole 2 Collar pipe | tube 20 Joint pipe body 21 Strip | belt-shaped elastic body 22 Presser plate 23 Bolt connection holder 24 Fixing bolt

Claims (2)

一端部がマンホール壁に埋着され他端部に下水管が挿入接合されるカラー管の内面に帯状弾性体を当接し、裏面の数箇所にボルト連結用ホルダーを締結部材で取付けた押え板を前記の帯状弾性体上に当接し、前記の各ボルト連結用ホルダーとカラー管との間を固定ボルトにより前記帯状弾性体を貫通して連結したことを特徴とする耐震マンホール継手。 A presser plate with a belt-like elastic body in contact with the inner surface of a color tube with one end buried in the manhole wall and the sewage pipe inserted and joined to the other end. A seismic manhole joint, wherein the belt-like elastic body is in contact with the belt-like elastic body, and the bolt-shaped holder and the collar tube are connected through the belt-like elastic body with fixing bolts. 両端に被接合管が挿入される継手管体の内面中間に帯状弾性体を当接し、裏面の数箇所にボルト連結用ホルダーを締結部材で取付けた押え板を前記の帯状弾性体上に当接し、前記の各ボルト連結用ホルダーと前記管体との間を固定ボルトにより前記帯状弾性体を貫通して連結したことを特徴とする耐震管継手。 A belt-like elastic body is brought into contact with the inner surface of the joint pipe body into which the pipes to be joined are inserted at both ends, and a presser plate having bolt connection holders attached to the back surface at several places on the belt-like elastic body is brought into contact with the belt-like elastic body. An earthquake-resistant pipe joint characterized in that each of the bolt connection holders and the pipe body are connected through a belt-like elastic body with a fixing bolt.
JP2005090003A 2005-03-25 2005-03-25 Seismic manhole joints and seismic pipe joints Active JP4648050B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0614288U (en) * 1992-08-04 1994-02-22 青葉コンクリート工業株式会社 Manhole invert block
JPH07207688A (en) * 1994-01-12 1995-08-08 Mitsubishi Plastics Ind Ltd Invert for manhole and construction method for manhole bottom wall
JP2003221863A (en) * 2002-01-31 2003-08-08 Teihyu Corp Joint structure for pipe and earthquake resistant joint method for existing pipe
JP2004293105A (en) * 2003-03-26 2004-10-21 Sekisui Chem Co Ltd Earthquake resistant manhole joint and earthquake resistant repairing method for manhole joint

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0614288U (en) * 1992-08-04 1994-02-22 青葉コンクリート工業株式会社 Manhole invert block
JPH07207688A (en) * 1994-01-12 1995-08-08 Mitsubishi Plastics Ind Ltd Invert for manhole and construction method for manhole bottom wall
JP2003221863A (en) * 2002-01-31 2003-08-08 Teihyu Corp Joint structure for pipe and earthquake resistant joint method for existing pipe
JP2004293105A (en) * 2003-03-26 2004-10-21 Sekisui Chem Co Ltd Earthquake resistant manhole joint and earthquake resistant repairing method for manhole joint

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